This application claims priority to French Application No. 13 56000, filed Jun. 24, 2013 in France, which is incorporated by reference for all purposes as if fully set forth herein.
The present invention relates to the leak prevention systems for retention ponds, in particular for ponds containing materials and products that can be polluting or contaminating products.
Such retention ponds are used to store various products provisionally or for long periods be they industrial residues, discharge products or trash, said products being capable of containing both solid and liquid elements.
More particularly, the invention may be applied to retention ponds for contaminating, notably radioactive liquids.
The environmental constraints require limiting, if not completely avoiding a potential contamination of the ground on which the pond is arranged.
Such pond is conceived either by excavation or by erection of a peripheral delimitation berm, the pond comprising a concave bottom in both cases. Such pond most often presents a rectangular general shape with horizontal dimensions of several tens or hundreds of meters and a depth of a few meters.
In the prior art, one or more membranes are arranged on the bottom of the pond before depositing products to be stored, such that the liquids are well retained and do not penetrate the ground under the membrane.
It turns out that the membranes may be prone to leakage, notably owing to the fact that such membranes consist of several plastic material strips connected to each other by welding.
It is also known, from document GB2289493, systems based on a network of pockets forming a partitioned protection with individual management of the compartments; however, at the location of the junction between the compartments, the leakage risk is not really eliminated. Even if a layer of masonry is formed, prior to the membrane installation, using mortar or bentonite, this does not really solve the problem as cracks may sooner or later appear in this layer, due to the ageing or the movements or quakes of the terrain.
Installing several membranes does not really solve the problem as each of them is subject to the leakage risk.
There has thus arisen a need to propose a solution which allows the reduction of soil contamination risks given the potential defects of the usual membranes.
To that end, the invention provides a leak prevention system for a liquid retention pond, in particular for polluting or contaminating liquids, the system comprising:
Thanks to these arrangements, in the case of leakage of the upper membrane, the liquid leaking through the upper membrane is collected by the pumping and will not penetrate the soil through the lower membrane. This turns out to be effective regardless of the position of the potential leakage.
In other words the risk for the presence of a leakage in the membrane is accepted, but the effects are compensated by the pumping device and the risks of soil pollution are thus eliminated in the short, medium and long term. It is particularly important if solid objects that may have acute edges are deposited in the retention pond.
In embodiments of the system according to the invention, one and/or the other of the following arrangements may possibly be further used:
The object of the invention is also a method used for a leak prevention system as described above, said method comprising the following steps:
Other characteristics and advantages of the invention will appear in the following description of two of its embodiments, given as non-limiting examples with reference to the accompanying drawings.
In the drawings:
On the various figures, the same references indicate identical or similar elements. For the sake of clarity, the proportions of the various elements represented are not necessarily to scale.
In the case illustrated, the pond is formed by excavation in the soil, the concave shape thereby obtained presents a foundation (labeled 90). Nonetheless, such a shape may also be obtained by erecting a berm all around the pond to form.
Before depositing liquid or waste in the pond, a sealing arrangement is installed on the bottom of the pond. First of all, a first membrane is arranged on the foundation 90 of the pond, here named lower membrane 4. This membrane is made in synthetic material such as PVC, HDPE or other equivalent plastic material. This membrane forms a flexible wall, still called ‘tarpaulin’, forming a barrier that is normally liquid-sealed. However, taking account of the large usual dimensions of this type of pond, the membrane is formed by the juxtaposition of several material strips of the type PVC which are connected to each other by hot welding, by a thermofusing method known per se. Despite the care devoted to these welds, which besides in practice may often be doubled, imperfections may exist which lead to a non-desired liquid passageway, i.e. a leak.
Once the lower membrane 4 is placed in a continuous manner on the entire surface of the bottom of the pond, a first layer of draining material, here a granular material such as sand, is installed.
Then, a plurality of drains 6 is installed, each arranged substantially horizontally along the bottom of the pond and prolonged on either side by inclined portions along the border ramps. The drains are arranged parallel alongside each other as illustrated in
After the installation of the plurality of drains 6, draining material 2 is added over it to entirely cover the plurality of drains 6.
A continuous layer of draining material 2 is hence formed, wherein the drains 6 are inserted.
Then, a second membrane is arranged, here called upper membrane 3, to cover the draining material on the entire surface of the pond. The peripheral border of the upper membrane 3 is then joined to the peripheral border of the lower membrane 4 by welds 23, which allows the formation of a normally sealed envelope 20 wherein an air vacuum may be created as seen in detail further.
One can notice that, as the layer of draining material is continuous, the whole layer formed by the draining material is in fluid communication by capillarity, and precise positioning of the drains 6 is not essential. Each secondary collector 63 is coupled to a primary collector 60 disposed outside the sealed envelope 20, as explained below. Each secondary collector 63 is coupled to a passage pipe 62 which passes through a sealing sleeve 64 arranged at the frontier between the interior and the exterior of the envelope, as illustrated in
It should be noted that the passage pipe 62 may be produced in two parts, an internal part up to the sleeve 64 which may or not be porous and a hermetic external part which connects the sleeve 64 to the primary collector 60.
The system further comprises a pumping device 5 configured to be placed in communication which the plurality of drains 6 to create an air vacuum in the aforementioned sealed envelope 20.
In the illustrated example the pumping device 5 comprises a closed area called separation chamber 7 which includes an inlet 71 for the products to be pumped (air and/or liquid), an outlet for the backflow liquid products, and an air outlet for air expulsion to the outside of the separation chamber.
More precisely, a liquid backflow pump 9 removes liquid from the lower part of the separation chamber and expels it towards a liquid backflow line 19. An air pump 8 sucks air inside the separation chamber and expels said inside air to the outside. When this air pump is in operation, the pressure prevailing inside the separation chamber is lower than the atmospheric pressure, typically of the order of a few tenths of atmosphere, preferentially between and 3 tenths of atmosphere, or even advantageously less than a tenth of atmosphere. The air pump 8 thus creates a more or less deep air vacuum in the separation chamber 7.
As the separation chamber is in fluid communication with the plurality of drains via the inlet line 61 and the collector piping 60, the same air vacuum pressure substantially prevails inside the pipes forming the drains, the pressure losses along the drains are not significant, or not problematic. If no liquid passes through the upper membrane 3 or the lower membrane 4, then the pumping device 5 only sucks a very limited quantity of air from the drains.
But, in the event of a leak forming in the upper membrane 3, as illustrated in
The liquid backflow pump 9 then sends back the leakage liquids towards the retention pond. It is preferably activated only when a liquid level sensor 13 indicates the presence of the liquid in the separation chamber. The liquid level sensor 13 may for example provide a more elaborated information than a simple binary information, there may for example be several contactors on the reservoir height so as to be able to control the liquid backflow pump 9 as suitably as possible.
As long as the leaks remain minimal or insignificant, it is not necessary to permanently activate the air pump, this can be achieved in a cyclical way with an activation sequence Ton and then a rest sequence Toff (
Advantageously, a check valve 11 is arranged on the intake line 61 of the pumping device, this valve being open when the pump operates, and this valve being configured to close when the air pump stops so as to maintain the air vacuum in the drain network. A pressure sensor 12 is arranged in the proximity of the collector 60 or at the intake line 61 to monitor the pressure evolution, notably when the pump is deactivated.
Advantageously, the pumping device is disposed just above the upper level of the liquid 1, the hydraulic losses are consequently very limited.
The system comprises a control unit 17 in charge of the activation of the liquid backflow pump and of the air pump activation cycling when such a cycling is required.
When a significant leak appears, then the pressure in the drain network rises rapidly as soon as the air pump stops operating. The embodiment of the system then switches to an almost permanent or permanent pumping mode (
In a second embodiment, illustrated in
The synthetic complex layer 26 is thus arranged in a continuous way on the entire surface of the pond between the upper membrane 3 and the lower membrane 4 placed continuously on the bottom of the pond.
At one of the longitudinal ends, a funnel is placed leading into a conventional collect pipe, for example a secondary collector 63 equivalent to the one illustrated above. All the conventional pipes, secondary collectors to reach the inlet of the pumping device are identical or similar to those above-described.
The pumping device 5 and the other elements, in particular the lower and upper membranes will not be described again as they are identical or similar to those above-described.
Preferably, prefabricated draining material plates are installed alongside each other and/or one after the other to cover the whole bottom surface of the pond. The inclined borders of the pond may also be equipped with such plates. After the installation of all the plates, the upper membrane is arranged and welded on its periphery to the lower membrane to form the normally sealed envelope 20 as previously described for the first embodiment.
Advantageously, the prefabricated draining synthetic complex layer 26 has a limited thickness between for example 2 cm and 10 cm. It does not decrease significantly the volume of the basin.
It must be noted that, for both the case of the sand 2 and the case of the prefabricated draining material 26, the installation of the sealing device provided is particularly simple and may be implemented rapidly by unskilled staff, regardless of the size of the pond to protect.
Number | Date | Country | Kind |
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13 56000 | Jun 2013 | FR | national |